Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 96
( 1987 ) , and others has clearly demonstrated that the time variation of hydrodynamic lift forces is substantially different from that predicted by the Morison type equation . The higher hydrodynamic force coefficients have , however ...
( 1987 ) , and others has clearly demonstrated that the time variation of hydrodynamic lift forces is substantially different from that predicted by the Morison type equation . The higher hydrodynamic force coefficients have , however ...
Page 97
Testing procedures , instrumentation , etc. were also similar , with the exception that the tests were conducted in only the displacement controlled fashion , and lift forces were not applied to the pipe test section .
Testing procedures , instrumentation , etc. were also similar , with the exception that the tests were conducted in only the displacement controlled fashion , and lift forces were not applied to the pipe test section .
Page 163
Horizontal and lift forces measured and predicted by a ) AGA , b ) MOD - AGA models , for part of test 893 . 2 1 0 100 200 300 400 500 c ) 4 3 same S 2 The MOD - AGA model avoids the above problems and gives a very good reproduction of ...
Horizontal and lift forces measured and predicted by a ) AGA , b ) MOD - AGA models , for part of test 893 . 2 1 0 100 200 300 400 500 c ) 4 3 same S 2 The MOD - AGA model avoids the above problems and gives a very good reproduction of ...
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
8 other sections not shown
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Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow force function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |